CN116905544A - A foundation structure that is used for building antidetonation to have high support nature - Google Patents
A foundation structure that is used for building antidetonation to have high support nature Download PDFInfo
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- CN116905544A CN116905544A CN202310899113.9A CN202310899113A CN116905544A CN 116905544 A CN116905544 A CN 116905544A CN 202310899113 A CN202310899113 A CN 202310899113A CN 116905544 A CN116905544 A CN 116905544A
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- 230000000694 effects Effects 0.000 claims abstract description 19
- 230000003139 buffering effect Effects 0.000 claims description 24
- 230000006641 stabilisation Effects 0.000 claims description 10
- 238000011105 stabilization Methods 0.000 claims description 10
- 210000001503 joint Anatomy 0.000 claims 2
- 230000006378 damage Effects 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- Civil Engineering (AREA)
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a foundation structure with high support for building earthquake resistance, which relates to the technical field of rail transit and comprises the following components: the foundation base, foundation base bottom is fixed and is equipped with a plurality of main support post of group, and in every main support post bottom activity extends to vice antidetonation casing to be connected with vice antidetonation structure in the vice antidetonation casing, vice antidetonation casing is located in the main antidetonation device, and is equipped with a plurality of high supporting nature subassemblies of group between foundation base and the main antidetonation device. According to the invention, when the building shakes through the cooperation of the auxiliary anti-seismic structure and the high-support component, the auxiliary anti-seismic structure and the high-support component can buffer the building on the foundation base and the main anti-seismic device below the building, the building is more stable when being impacted by longitudinal waves through the arrangement of the main anti-seismic device, the building can be still supported when being impacted by larger impact force, and the possibility of damage caused by toppling is reduced.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a foundation structure with high support for building earthquake resistance.
Background
Building foundations are classified into natural foundations and artificial foundations. The foundation which can directly bear the load of the building without treatment is called a natural foundation, whereas the foundation which needs to be treated by a foundation treatment technology is called an artificial foundation, and at present, the building is accelerated to move by generating huge horizontal impact force when earthquake occurs, so that the building is deformed from bottom to top, the building structure is destroyed when the building pressure bearing range is reached, the mechanical property of the building is lost, and the building is collapsed.
In the prior patent: CN 202121190690-an environment-friendly earthquake-resistant foundation for construction engineering, which comprises a foundation body, wherein a first earthquake-resistant mechanism and a second earthquake-resistant mechanism are arranged outside the foundation body; the first anti-seismic mechanism comprises a support shell, a U-shaped support shell is arranged on one side of the support shell, one end of the U-shaped support shell extends into the support shell, the support shell is fixed with the U-shaped support shell through bolts, the two sides of the support shell are fixedly connected with a first shell, two connecting columns are arranged on one side of the first shell, one end of each connecting column extends into the first shell, one side of each connecting column is fixedly connected with a first clamping block, and the first clamping blocks are in contact with a ground base body.
In the above patent, the first anti-seismic mechanism and the second anti-seismic mechanism are arranged, so that the generated vibration force can be buffered only through a single spring in the first anti-seismic mechanism and the second anti-seismic mechanism, the anti-seismic structure is single, the anti-seismic capability is general, the anti-rolling effect is poor, and the whole building floor is easy to collapse due to rigid fracture after extrusion, so that the foundation structure with high support for building anti-seismic is provided to solve the above problems.
Disclosure of Invention
The present invention is directed to a foundation structure for building earthquake resistance with high support, which solves the problems set forth in the background art.
In order to achieve the above purpose, the present invention provides the following technical solutions: comprising the following steps: the foundation base, foundation base bottom is fixed and is equipped with a plurality of main support post of group, and in every main support post bottom activity extends to vice antidetonation casing to be connected with vice antidetonation structure in the vice antidetonation casing, vice antidetonation casing is located in the main antidetonation device, and is equipped with a plurality of high supporting nature subassemblies of group between foundation base and the main antidetonation device.
Preferably, the secondary seismic structure comprises: the first U-shaped fixing frame is fixedly connected with the inner wall of the auxiliary anti-seismic shell, one end of the main supporting column extending into the auxiliary anti-seismic shell is abutted against the top of the supporting plate, the first limiting sliding groove is formed in the U-shaped inner wall of the first U-shaped fixing frame, one end of the limiting sliding rod movably extends into the first limiting sliding groove, the other end of the limiting sliding rod is fixedly connected with the first buffering supporting column, and the first buffering supporting column is connected with the elastic plate through the second buffering spring.
Preferably, the first connecting rod is fixedly connected with the inner wall of the U-shaped fixing frame, the gear is rotationally connected with the first connecting rod, one end of the buffer support post II is connected with the inner wall of the U-shaped fixing frame through the buffer spring I, the other end of the buffer support post II is fixedly connected with the rubber base plate, a plurality of identical tooth blocks are arranged on one sides, close to the gear, of the buffer support post I and the buffer support post II, and the gear is meshed with the tooth blocks.
Preferably, the supporting seat is fixedly connected with an inner wall of the U-shaped fixing frame, the supporting seat is provided with a containing groove, the fourth connecting rod is fixedly arranged in the containing groove, the two groups of sliding sleeves and the buffer spring are movably sleeved on the outer wall of the fourth connecting rod, the five two ends of the buffer spring are respectively fixedly connected with the two groups of sliding sleeves, one end of the third connecting rod is movably connected with the sliding sleeves, the other end of the third connecting rod is movably connected with the pressure plate, one end of the second connecting rod is fixedly connected with the supporting seat, the other end of the second connecting rod is connected with the pressure plate through the buffer spring, the pressure plate is connected with the rubber backing plate through the buffer spring, the rubber backing plate is fixedly connected with the bottom of the supporting plate, and the two ends of the supporting plate are slidably connected with the inner wall of the auxiliary anti-seismic shell.
Preferably, the main seismic device comprises: the auxiliary anti-seismic shell body and the foundation stabilization unit are fixedly arranged in the auxiliary anti-seismic shell body, the foundation stabilization unit is arranged below the guide support body, the guide support body is provided with a second limiting sliding groove, two groups of limiting sliding blocks are movably arranged in the second limiting sliding groove, the two groups of limiting sliding blocks are connected through a first connecting spring, one end of a fifth connecting rod is movably connected with the second supporting plate, one end of the auxiliary anti-seismic shell body, which is movably extended to the auxiliary anti-seismic shell body, is abutted to the second supporting plate, and the other end of the fifth connecting rod is movably connected with the second limiting sliding block.
Preferably, the first fixed plate is fixedly connected with the first limit sliding block, one end of the push rod is fixedly connected with the first fixed plate, the other end of the push rod movably penetrates through the fixed support, a spiral groove is formed in the outer wall of the push rod, the rotating sleeve is movably sleeved on the outer wall of the push rod, one end of the rotating sleeve is rotatably connected with the fixed support, the other end of the rotating sleeve is fixedly connected with the first bevel gear, the sixth connecting rod and the eighth connecting rod are fixedly connected with the inner wall of the auxiliary anti-seismic shell, the seventh connecting rod movably penetrates through the sixth connecting rod and the eighth connecting rod, one end of the seventh connecting rod is fixedly connected with the second bevel gear, the other end of the seventh connecting rod is fixedly connected with the driving gear, the first bevel gear is meshed with the second bevel gear, and the driving toothed plate is meshed with the driving gear.
Preferably, the second fixing plate is fixedly connected with the driving toothed plate, the eighth connecting rod is fixedly connected with the second fixing plate, the third fixing plate fixedly penetrates through the eighth connecting rod, and the rubber pad is connected with the eighth connecting rod through the second connecting spring.
Preferably, the high support assembly comprises: the support seat, support seat top and foundation base bottom fixed connection, support seat bottom fixedly connected with cross supporting seat one, cross supporting seat two bottoms and spacing post top fixed connection, spacing post bottom fixed locating in the fixed slot of vice antidetonation casing, cross supporting seat one all is equipped with the same buffer unit with four cross ends of cross supporting seat two.
Preferably, the buffer unit includes: the first buffer gasket and the second buffer gasket are fixedly connected with the bottom of the first cross-shaped supporting seat, the second buffer gasket is fixedly connected with the top of the second cross-shaped supporting seat, the upper end of the first supporting rod is connected with the first buffer pad piece through the first connector, the lower end of the third connecting spring is connected with the second buffer gasket through the second connector, the top of the second supporting rod movably penetrates through the bottom of the first supporting rod, the third connecting spring is sleeved on the outer wall of the second supporting rod, and the three two ends of the third connecting spring are fixedly connected with the bottom of the first supporting rod and the outer wall of the second supporting rod respectively.
Preferably, the foundation stabilization unit includes: the auxiliary support column, auxiliary support column one end activity runs through the direction support body, and with support plate two bottom butt, auxiliary support column other end activity cup joints in tenth connecting rod outer wall, tenth connecting rod bottom is connected with auxiliary anti-seismic shell bottom through stable supporting seat, a plurality of groups of limit position spouts three have been seted up to auxiliary anti-seismic shell front and back inner wall and bottom inner wall, insert the frame activity and locate in limit position spout three, the adapter sleeve is fixed cup joints in auxiliary support column outer wall, ninth connecting rod one end is articulated with the adapter sleeve, the ninth connecting rod other end is articulated with inserting the frame top, connect the spring five cup joints in tenth connecting rod outer wall, and connect the five both ends of spring respectively with adapter sleeve and stable supporting seat fixed connection, be equipped with on the frame of inserting with auxiliary anti-seismic shell bottom three one-to-one limit position inserted bar, and insert the bar activity runs through auxiliary anti-seismic shell, the thorn board is fixed to be located auxiliary anti-seismic shell outer wall bottom, and thorn board bottom is equipped with a plurality of barb heads.
Compared with the prior art, the invention has the beneficial effects that:
the auxiliary anti-seismic structure and the main anti-seismic device are arranged in the foundation pit, the foundation base is level with the ground level, the building is built on the foundation base, each group of main supporting columns is provided with the auxiliary anti-seismic structure and the main anti-seismic device in a one-to-one correspondence mode, the auxiliary anti-seismic structure and the main anti-seismic device can be increased/decreased according to the occupied area of the building, the auxiliary anti-seismic structure and the high-support component are arranged in the shaking mode of the building through the matching of the auxiliary anti-seismic structure and the high-support component, the auxiliary anti-seismic structure and the high-support component can buffer the building on the foundation base and the main anti-seismic device below the building, the building is more stable when the building is impacted by longitudinal waves through the arrangement of the main anti-seismic device, the building can still be supported when the building is stressed by larger impact force, and the possibility of damage caused by toppling is reduced.
Drawings
FIG. 1 is a schematic diagram of a front view structure of the present invention;
FIG. 2 is a schematic view of the structure of the auxiliary anti-seismic structure in the invention;
FIG. 3 is a schematic view of a main anti-seismic device according to the present invention;
FIG. 4 is a schematic view of a high support component structure according to the present invention;
FIG. 5 is a schematic diagram of a buffer unit according to the present invention;
fig. 6 is a schematic diagram of a foundation stabilization unit according to the present invention.
In the figure: 1. a foundation base; 2. a main support column; 3. an auxiliary anti-seismic shell; 4. an auxiliary anti-seismic structure; 5. a primary anti-seismic device; 6. a high support assembly; 7. a foundation stabilization unit; 8. a fixing groove; 9. a limit slide bar; 10. a first supporting plate; 11. a receiving groove; 12. a second supporting plate; 13. u-shaped fixing frame I; 14. a first limiting chute; 15. a buffer strut I; 16. a first link; 17. a buffer spring I; 18. a support base; 11. a receiving groove; 19. an elastic plate; 20. buffer spring II; 21. a gear; 22. a rubber backing plate; 23. a buffer spring III; 24. a buffer spring IV; 25. a buffer post II; 26. a second link; 27. a third link; 28. a pressure plate; 29. a fourth link; 30. a sliding sleeve; 31. a buffer spring V; 32. a second fixing frame; 3201. a guide bracket body; 33. a first connecting spring; 34. a limiting chute II; 35. a fifth link; 36. a limit sliding block; 37. a first fixing plate; 38. a push rod; 39. a spiral groove; 40. a fixed bracket; 41. rotating the sleeve; 42. bevel gears I; 43. bevel gears II; 44. a sixth link; 45. a seventh link; 46. an eighth link; 47. driving the toothed plate; 48. a drive gear; 49. a second fixing plate; 50. a fixing plate III; 51. a rubber pad; 52. a second connecting spring; 53. a support seat; 54. a cross-shaped supporting seat I; 55. a first buffer gasket; 56. a first connector; 57. a first support bar; 58. a third connecting spring; 59. a second support bar; 60. a connecting spring IV; 61. a second connector; 62. a second buffer gasket; 63. a cross-shaped supporting seat II; 64. a limit column; 65. an auxiliary support column; 66. connecting sleeves; 67. a ninth link; 68. a stable supporting seat; 69. a connecting spring V; 70. a limiting chute III; 71. a plug-in rack; 72. a rod; 73. a thorn plate; 74. a barb head; 75. and a tenth connecting rod.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the description of the present invention, it should be noted that the directions or positional relationships indicated by the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present invention and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific direction, be configured and operated in the specific direction, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "provided," "connected," and the like are to be construed broadly, and may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.
Example 1
Referring to fig. 1, the present invention provides a technical solution, including: the foundation base 1, foundation base 1 bottom is fixed and is equipped with a plurality of main support post 2 of group, and in the activity of every main support post 2 bottom extends to vice antidetonation casing 3 to be connected with vice antidetonation structure 4 in the vice antidetonation casing 3, vice antidetonation casing 3 locates in the main antidetonation device 5, and is equipped with a plurality of high supporting nature subassemblies 6 of group between foundation base 1 and the main antidetonation device 5.
The working principle of the technical scheme has the beneficial effects that: by installing the invention in a foundation pit and enabling the foundation base 1 to be level with a ground level, building a building is carried out on the foundation base 1, each group of main supporting columns 2 is provided with the auxiliary anti-seismic structure 4 and the main anti-seismic device 5 in a one-to-one correspondence mode, the auxiliary anti-seismic structure 4 and the main anti-seismic device 5 can be increased/decreased according to the occupied area of the building, when the building shakes, the auxiliary anti-seismic structure 4 and the high-support component 6 buffer the building on the foundation base 1 and the main anti-seismic device 5 below the building, and the main anti-seismic device 5 is arranged to be more stable when the building is impacted by longitudinal waves, and can still support when the building is impacted by larger impact force, so that the possibility of damage caused by toppling is reduced.
Example 2
On the basis of embodiment 1, referring to fig. 2, the secondary seismic structure 4 includes: the first U-shaped fixing frame 13 is fixedly connected with the inner wall of the auxiliary anti-seismic shell 3, one end of the main supporting column 2 extending into the auxiliary anti-seismic shell 3 is abutted to the top of the first supporting plate 10, the first U-shaped inner wall of the first U-shaped fixing frame 13 is provided with the first limiting sliding groove 14, one end of the limiting sliding rod 9 movably extends into the first limiting sliding groove 14, the other end of the limiting sliding rod 9 is fixedly connected with the first buffering supporting column 15, and the first buffering supporting column 15 is connected with the elastic plate 19 through the second buffering spring 20.
Preferably, the first connecting rod 16 is fixedly connected with the inner wall of the first U-shaped fixing frame 13, the gear 21 is rotationally connected with the first connecting rod 16, one end of the second buffering support 25 is connected with the inner wall of the first U-shaped fixing frame 13 through the first buffering spring 17, the other end of the second buffering support 25 is fixedly connected with the rubber base plate 22, a plurality of identical tooth blocks are arranged on one sides, close to the gear 21, of the first buffering support 15 and the second buffering support 25, and the gear 21 is meshed with the tooth blocks.
Preferably, the supporting seat 18 is fixedly connected with the inner wall of the first U-shaped fixing frame 13, the supporting seat 18 is provided with the accommodating groove 11, the fourth connecting rod 29 is fixedly arranged in the accommodating groove 11, the two groups of sliding sleeves 30 and the five buffer springs 31 are movably sleeved on the outer wall of the fourth connecting rod 29, the two ends of the five buffer springs 31 are respectively fixedly connected with the two groups of sliding sleeves 30, one end of the third connecting rod 27 is movably connected with the sliding sleeves 30, the other end of the third connecting rod 27 is movably connected with the pressure plate 28, one end of the second connecting rod 26 is fixedly connected with the supporting seat 18, the other end of the second connecting rod 26 is connected with the pressure plate 28 through the four buffer springs 24, the pressure plate 28 is connected with the rubber backing plate 22 through the three buffer springs 23, the rubber backing plate 22 is fixedly connected with the bottom of the first supporting plate 10, and the two ends of the first supporting plate 10 are slidably connected with the inner wall of the second anti-seismic shell 3.
The working principle of the technical scheme has the beneficial effects that: when the building encounters strong wind or small earthquake, the foundation base 1 transmits pressure to the first support plate 10 through the main support column 2, at the moment, the first support plate 10 can give a pushing force to the second buffer support column 25 through the rubber base plate 22, so that the first buffer spring 17 and the third buffer spring 23 compress and absorb a part of the pressure, the second buffer support column 25 drives the gear 21 to rotate, the gear 21 drives the first buffer support column 15 to move along the first limit sliding groove 14 through the limit sliding rod 9, the moving direction of the first buffer support column 15 is opposite to that of the second buffer support column 25, and at the moment, the elastic plate 19 can be abutted to the first support plate 10 to play a certain blocking role on the first support plate 10;
when the pressure is too large, the first supporting plate 10 is abutted with the pressure plate 28, the pressure plate 28 drives the two groups of sliding sleeves 30 to move towards the outer wall along the fourth connecting rod 29 in the direction of approaching each other through the two groups of third connecting rods 27, the buffer spring four 24 and the buffer spring five 31 are compressed and buffered, when the vibration occurs to the building through the arrangement of the auxiliary anti-vibration structure 4, the parts (the first buffering support 15, the second buffering support 25, the pressure plate 28 and the like) used for buffering in the auxiliary anti-vibration structure 4 can move up and down to play a good buffering role, and the condition that the rigid connection of the building is easily damaged in the vibration is avoided.
Example 3
Referring to fig. 3, on the basis of any one of embodiments 1 to 2, the main vibration-resistant device 5 includes: the auxiliary anti-seismic shell 32 and the foundation stabilization unit 7 are fixedly arranged in the auxiliary anti-seismic shell 32, a guide support body 3201 is arranged below the guide support body 3201, a second limiting sliding groove 34 is formed in the guide support body 3201, two groups of limiting sliding blocks 36 are movably arranged in the second limiting sliding groove 34, the two groups of limiting sliding blocks 36 are connected through a first connecting spring 33, one end of a fifth connecting rod 35 is movably connected with the second supporting plate 12, one end of the auxiliary anti-seismic shell 3 movably extends to the auxiliary anti-seismic shell 32 and is abutted to the top of the second supporting plate 12, and the other end of the fifth connecting rod 35 is movably connected with the limiting sliding block 36.
Preferably, the first fixing plate 37 is fixedly connected with the first limiting slide block 36, one end of the push rod 38 is fixedly connected with the first fixing plate 37, the other end of the push rod 38 movably penetrates through the fixing support 40, a spiral groove 39 is formed in the outer wall of the push rod 38, the rotating sleeve 41 is movably sleeved on the outer wall of the push rod 38, one end of the rotating sleeve 41 is rotatably connected with the fixing support 40, the other end of the rotating sleeve 41 is fixedly connected with the first bevel gear 42, the sixth connecting rod 44 and the eighth connecting rod 46 are fixedly connected with the inner wall of the auxiliary anti-seismic shell 32, the seventh connecting rod 45 movably penetrates through the sixth connecting rod 44 and the eighth connecting rod 46, one end of the seventh connecting rod 45 is fixedly connected with the second bevel gear 43, the other end of the seventh connecting rod 45 is fixedly connected with the driving gear 48, the first bevel gear 42 is meshed with the second bevel gear 43, and the driving toothed plate 47 is meshed with the driving gear 48.
Preferably, the second fixing plate 49 is fixedly connected with the driving toothed plate 47, the eighth connecting rod 46 is fixedly connected with the second fixing plate 49, the third fixing plate 50 fixedly penetrates through the eighth connecting rod 46, and the rubber pad 51 is connected with the eighth connecting rod 46 through the second connecting spring 52.
Preferably, the two sets of fifth links 35 are hinged to each other.
Preferably, the inner wall of the rotating sleeve 41 is provided with helical blocks matching the helical grooves 39.
The working principle of the technical scheme has the beneficial effects that: when the pressure from the main supporting column 2 exceeds the buffering range of the auxiliary anti-vibration structure 4, the main supporting column 2 can completely enter the auxiliary anti-vibration shell 3, and at the moment, the foundation base 1 pushes the auxiliary anti-vibration shell 3 into the main anti-vibration device 5, at the moment, the second supporting plate 12 is stressed to drive the second limiting sliding blocks 36 to move along the second limiting sliding grooves 34 arranged on the guide support 3201 in the direction away from each other through the second group of fifth connecting rods 35, at the moment, the first fixing plate 37 pushes the push rod 38 to extend out along the rotating sleeve 41, as the outer wall of the push rod 38 is provided with a circle of spiral groove 39, the spiral blocks on the inner wall of the rotating sleeve 41 can move along the spiral groove 39 when the push rod 38 pushes, so that the rotating sleeve 41 rotates, at the moment, the first bevel gear 42 drives the seventh connecting rod 45 to rotate through the second bevel gear 43, and the seventh connecting rod 45 drives the driving toothed plate 47 to move towards the outer wall of the auxiliary anti-vibration shell 3 until the second fixing plate 49 drives the rubber pad 51 to abut against the outer wall of the auxiliary anti-vibration shell 3 through the eighth connecting rod 46, and along with the increase of the pressure, and the two groups of rubber pad 51 and the outer wall of the auxiliary anti-vibration shell 3 can more stably and the impact the main anti-vibration shell 3 when the main anti-vibration device is more stably and the main anti-vibration shell 3 is more stressed, and the impact is more stably and the impact on the main anti-vibration device is prevented when the main anti-vibration device is more and the main anti-vibration device is stressed, and the main anti-vibration device is more stable, and the impact device is stressed, and the impact device is more stable, and the impact resistant, and the impact device is stable.
Example 4
With reference to any one of embodiments 1-3, referring to fig. 4-5, the high support assembly 6 includes: the support seat 53, support seat 53 top and foundation base 1 bottom fixed connection, support seat 53 bottom fixedly connected with cross supporting seat one 54, cross supporting seat two 63 bottoms and spacing post 64 top fixed connection, spacing post 64 bottom fixed establishment is in the fixed slot 8 of vice antidetonation casing 3, and cross supporting seat one 54 all is equipped with the same buffer unit with four cross ends of cross supporting seat two 63.
Preferably, the buffer unit includes: the first cushion pad 55 and the second cushion pad 62 are fixedly connected with the bottom of the first cross-shaped supporting seat 54, the second cushion pad 62 is fixedly connected with the top of the second cross-shaped supporting seat 63, the upper end of the first supporting rod 57 is connected with the first cushion pad 55 through the first connector 56, the lower end of the third connecting spring 58 is connected with the second cushion pad 62 through the second connector 61, the top of the second supporting rod 59 movably penetrates through the bottom of the first supporting rod 57, the third connecting spring 58 is sleeved on the outer wall of the second supporting rod 59, and two ends of the third connecting spring 58 are fixedly connected with the bottom of the first supporting rod 57 and the outer wall of the second supporting rod 59 respectively.
The working principle of the technical scheme has the beneficial effects that: the pressure from the building can be firstly transmitted to the buffer unit between the first cross support seat 54 and the second cross support seat 63 through the first support seat 53 and the first cross support seat 54, at the moment, the fourth connecting spring 60 can absorb the pressure from the first buffer gasket 55 to compress, meanwhile, the second support rod 59 can slide in the first support rod 57, so that the pressure can be dispersed through the third connecting spring 58, the high-support component 6 does not need a complex structure, the damping and buffering effects can be realized through the movement of the high-support component 6, materials are saved, 4 groups of buffer units are arranged between the first cross support seat 54 and the second cross support seat 63 in each group of high-support component 6, and a plurality of groups of high-support components 6 can be added between the foundation base 1 and the main anti-seismic device 5, so that the building can be supported while the building is buffered, the building is more stable when the building is impacted by longitudinal waves, and the building can still be supported when the joint is subjected to larger impact force, and the possibility of injury caused by collapse of the building is reduced.
Example 5
Referring to fig. 6, with reference to any one of embodiments 1 to 4, the foundation stabilization unit 7 includes: the auxiliary support column 65, auxiliary support column 65 one end activity runs through the guide support body 3201, and with backup pad second 12 bottom butt, auxiliary support column 65 other end activity cup joints in tenth connecting rod 75 outer wall, tenth connecting rod 75 bottom is connected with auxiliary anti-seismic shell 32 bottom through stable supporting seat 75, a plurality of groups of spacing spouts third 70 have been seted up to auxiliary anti-seismic shell 32 front and back inner wall and bottom inner wall, insert the frame 71 activity and locate in spacing spout third 70, adapter sleeve 66 is fixed cup joints in auxiliary support column 65 outer wall, ninth connecting rod 67 one end is articulated with adapter sleeve 66, ninth connecting rod 67 other end is articulated with insert the frame 71 top, connecting spring fifth 69 cup joints in tenth connecting rod 75 outer wall, and connecting spring fifth 69 both ends are fixed connection with adapter sleeve 66 and stable supporting seat 68 respectively, be equipped with on insert the frame 71 with auxiliary anti-seismic shell 32 inner wall bottom set up spacing spout third 70 one-to-one and insert the rod 72 activity runs through auxiliary anti-seismic shell 32, thorn board 73 is fixed to be located auxiliary anti-seismic shell 32 outer wall bottom, and thorn board 73 bottom is equipped with a plurality of barb heads 74.
The working principle of the technical scheme has the beneficial effects that: when the second supporting plate 12 is pressed to move downwards, the second supporting post 65 is pushed to move downwards along the outer wall of the tenth connecting rod 75, the connecting springs five 69 are compressed, at this time, the two groups of ninth connecting rods 67 push the inserting frame 71 to move along the third limiting sliding groove 70 in the direction away from each other, so that the inserting rod 72 on the inserting frame 71 is inserted into soil to increase the lateral support of the foundation, the ground grabbing force of the foundation can be increased through the arrangement of the barb head 74 at the bottom of the thorn plate 73, the building is more stable when being impacted by longitudinal waves, the building is prevented from collapsing (or the collapse time is delayed) while shaking, the possibility of injury caused by dumping is reduced, people in the building can run more stably when escaping, and the possibility of escape is increased.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (10)
1. A foundation structure that is used for building antidetonation has high support nature which characterized in that:
comprising the following steps: the foundation base (1), foundation base (1) bottom is fixed and is equipped with a plurality of main support post (2), and in every main support post (2) bottom activity of group extends to vice antidetonation casing (3) to be connected with vice antidetonation structure (4) in vice antidetonation casing (3), in main antidetonation device (5) are located in vice antidetonation casing (3), and be equipped with a plurality of high supporting nature subassemblies (6) of group between foundation base (1) and main antidetonation device (5).
2. A foundation structure with high support for building earthquake resistance according to claim 1, wherein:
the secondary seismic structure (4) comprises: the U-shaped fixing frame I (13), U-shaped fixing frame I (13) and vice antidetonation casing (3) inner wall fixed connection, and main support post (2) extend to the one end in vice antidetonation casing (3) and backup pad I (10) top butt, spacing spout I (14) have been seted up to the U-shaped inner wall of U-shaped fixing frame I (13), spacing slide bar (9) one end activity extends to in spacing spout I (14), spacing slide bar (9) other end and buffering pillar I (15) fixed connection, buffering pillar I (15) are connected with elastic plate (19) through buffer spring II (20).
3. A foundation structure with high support for building earthquake resistance according to claim 2, characterized in that:
the first connecting rod (16) is fixedly connected with the inner wall of the U-shaped fixing frame I (13), the gear (21) is rotationally connected with the first connecting rod (16), one end of the buffering support II (25) is connected with the inner wall of the U-shaped fixing frame I (13) through the buffering spring I (17), the other end of the buffering support II (25) is fixedly connected with the rubber base plate (22), a plurality of identical tooth blocks are arranged on one sides, close to the gear (21), of the buffering support II (15) and the buffering support II (25), and the gear (21) is meshed with the tooth blocks.
4. A foundation structure with high support for building earthquake resistance according to claim 3, wherein:
the supporting seat (18) is fixedly connected with the inner wall of the U-shaped fixing frame I (13), the accommodating groove (11) is formed in the supporting seat (18), the fourth connecting rod (29) is fixedly arranged in the accommodating groove (11), the two groups of sliding sleeves (30) and the five buffer springs (31) are movably sleeved on the outer wall of the fourth connecting rod (29), the two ends of the five buffer springs (31) are respectively fixedly connected with the two groups of sliding sleeves (30), one end of the third connecting rod (27) is movably connected with the sliding sleeves (30), the other end of the third connecting rod (27) is movably connected with the pressure plate (28), one end of the second connecting rod (26) is fixedly connected with the supporting seat (18), the other end of the second connecting rod (26) is connected with the pressure plate (28) through the four buffer springs (24), the pressure plate (28) is connected with the rubber backing plate (22) through the three buffer springs (23), the rubber backing plate (22) is fixedly connected with the bottom of the supporting plate I (10), and the two ends of the supporting plate I (10) are slidably connected with the inner wall of the auxiliary housing (3).
5. A foundation structure with high support for building earthquake resistance according to claim 1, wherein:
the main anti-seismic device (5) comprises: auxiliary anti-seismic shell (32) and foundation stabilization unit (7), auxiliary anti-seismic shell (32) internal fixation is equipped with direction support body (3201), and direction support body (3201) below is equipped with foundation stabilization unit (7), spacing spout second (34) have been seted up on direction support body (3201), in spacing spout second (34) are located in two sets of spacing slider (36) activity, and be connected through connecting spring first (33) between two sets of spacing slider (36), fifth connecting rod (35) one end and backup pad second (12) swing joint, auxiliary anti-seismic shell (3) activity extends to the one end of auxiliary anti-seismic shell (32) and backup pad second (12) top butt, fifth connecting rod (35) other end and spacing slider (36) swing joint.
6. A foundation structure with high support for building earthquake resistance according to claim 5, wherein:
fixed plate one (37) and spacing slider (36) fixed connection, push rod (38) one end and fixed plate one (37) fixed connection, push rod (38) other end activity runs through fixed bolster (40), push rod (38) outer wall is equipped with helicla flute (39), rotating sleeve (41) activity cup joints in push rod (38) outer wall, and rotating sleeve (41) one end and fixed bolster (40) rotate and be connected, rotating sleeve (41) other end fixedly connected with bevel gear one (42), sixth connecting rod (44) and eighth connecting rod (46) all with vice antidetonation casing (32) inner wall fixed connection, seventh connecting rod (45) activity run through sixth connecting rod (44) and eighth connecting rod (46), and seventh connecting rod (45) one end fixedly connected with bevel gear two (43), seventh connecting rod (45) other end fixedly connected with drive gear (48), bevel gear one (42) meshes with bevel gear two (43), drive pinion (47) meshes with drive gear (48).
7. A foundation structure with high support for building earthquake resistance according to claim 6, wherein:
the second fixing plate (49) is fixedly connected with the driving toothed plate (47), the eighth connecting rod (46) is fixedly connected with the second fixing plate (49), the third fixing plate (50) fixedly penetrates through the eighth connecting rod (46), and the rubber pad (51) is connected with the eighth connecting rod (46) through the second connecting spring (52).
8. A foundation structure with high support for building earthquake resistance according to claim 1, wherein:
the high support assembly (6) comprises: the support seat (53), support seat (53) top and foundation base (1) bottom fixed connection, support seat (53) bottom fixedly connected with cross supporting seat one (54), cross supporting seat two (63) bottom and spacing post (64) top fixed connection, in fixed slot (8) of vice antidetonation casing (3) are located to spacing post (64) bottom fixed, four cross ends of cross supporting seat one (54) and cross supporting seat two (63) all are equipped with same buffer unit.
9. A foundation structure with high support for building earthquake resistance according to claim 8, wherein:
the buffer unit includes: the first buffer gasket (55) and the second buffer gasket (62), the first buffer gasket (55) is fixedly connected with the bottom of the first cross-shaped supporting seat (54), the second buffer gasket (62) is fixedly connected with the top of the second cross-shaped supporting seat (63), the upper end of the first supporting rod (57) is connected with the first buffer gasket (55) through the first connector (56), the lower end of the third connecting spring (58) is connected with the second buffer gasket (62) through the second connector (61), the top of the second supporting rod (59) movably penetrates through the bottom of the first supporting rod (57), the third connecting spring (58) is sleeved on the outer wall of the second supporting rod (59), and the two ends of the third connecting spring (58) are fixedly connected with the bottom of the first supporting rod (57) and the outer wall of the second supporting rod (59) respectively.
10. A foundation structure with high support for building earthquake resistance according to claim 1, wherein:
the foundation stabilization unit (7) comprises: an auxiliary supporting column (65), one end of the auxiliary supporting column (65) movably penetrates through the guide bracket body (3201), and is in butt joint with the bottom of the second supporting plate (12), the other end of the auxiliary supporting column (65) is movably sleeved on the outer wall of a tenth connecting rod (75), the bottom of the tenth connecting rod (75) is connected with the bottom of the auxiliary anti-seismic shell (32) through a stable supporting seat (75), a plurality of groups of limiting sliding grooves (70) are formed in the front and back inner walls and the bottom inner wall of the auxiliary anti-seismic shell (32), a plug frame (71) is movably arranged in the limiting sliding grooves (70), a connecting sleeve (66) is fixedly sleeved on the outer wall of the auxiliary supporting column (65), one end of a ninth connecting rod (67) is hinged with the connecting sleeve (66), the other end of the ninth connecting rod (67) is hinged with the top of the plug frame (71), a connecting spring (69) is sleeved on the outer wall of the tenth connecting rod (75), and the two ends of the connecting spring five (69) are respectively and fixedly connected with the connecting sleeve (66) and the stable supporting seat (68), the inserting frame (71) is provided with inserting rods (72) which are in one-to-one correspondence with the limit sliding grooves three (70) arranged at the bottom of the inner wall of the auxiliary anti-seismic shell (32), the inserted rod (72) movably penetrates through the auxiliary anti-seismic shell (32), the thorn plate (73) is fixedly arranged at the bottom of the outer wall of the auxiliary anti-seismic shell (32), and a plurality of barb heads (74) are arranged at the bottom of the thorn plate (73).
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| CN202310899113.9A CN116905544B (en) | 2023-07-21 | 2023-07-21 | A foundation structure that is used for building antidetonation to have high support nature |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117662018A (en) * | 2023-12-07 | 2024-03-08 | 建湖金拓机械制造有限公司 | Derrick supporting protector |
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| CN117662018B (en) * | 2023-12-07 | 2024-07-23 | 建湖金拓机械制造有限公司 | Derrick supporting protector |
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| CN116905544B (en) | 2024-01-09 |
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